中仿adina網(wǎng)友案例軟件實(shí)例應(yīng)用lingyusmart

ADINA實(shí)例1受拉力的孔板應(yīng)力分 實(shí)例 3D-帶有圓弧槽的圓棒受力和變形分 實(shí)例 3D-帶有圓弧槽的圓棒受力和變形分 實(shí)例 隧道內(nèi)具有柔性結(jié)構(gòu)的流固耦合分 實(shí)例4兩塊無摩擦板間受壓的O-形橡膠密封圈的接觸問題分 實(shí)例5用Adina-M建模對孔板受拉的應(yīng)力分 實(shí)例6管道彎曲的極限荷載分 實(shí)例7用Adina-M建模對相交軸應(yīng)力分 實(shí)例 問題：受拉力的孔板如圖1-1所示一、目定義選自在柱坐標(biāo)中定義幾何點(diǎn)縮放二、定義模型主控

1-1 tewithaholeintension”andclickOK選ControlDegreesof dom不選X-Translation,X-Rotation,Y-RotationandZ-Rotation按鈕andclickOK。三、力學(xué)模選 Points圖標(biāo)敲入表1-1中直角坐標(biāo)點(diǎn),表1- 模型幾何點(diǎn)坐幾何坐標(biāo)10200300405055006007080009501選DefineLines圖標(biāo)addline1Type為起點(diǎn)4,終點(diǎn)9,中心點(diǎn)8畫圓弧clickSave增加線line2起點(diǎn)9,終點(diǎn)5,中心點(diǎn)8畫圓弧

1-2 zz選DefineSurfaces圖標(biāo)addsurface1確保Type設(shè)置為 表1- 由幾何點(diǎn)建立幾何

點(diǎn)面點(diǎn)面1237 1-3①選ApplyFixity圖標(biāo)Define...按鈕addfixitynameZT不選Y-Translation，確保選中Z-TranslationclickSave。②增加addfixitynameYT選中Y-Translation，不選Z-TranslationclickOK4選YT，同理，設(shè)置線編號(hào)9為YT，設(shè)置線編號(hào)6為ZTclickOK(如圖1-4所示)1-3ED25.0N/mm2(1N/mm2=1MPa選ApplyLoad圖標(biāo)設(shè)置LoadType為PressureclickDefine...按鈕在ApplyLoad框中確保“Applyto”設(shè)置為Line在表的第一行設(shè)置Site為線編號(hào)8(壓力施加在L8上)ClickOK(如圖1-4所示)。1-4四、定義材料特彈性模量7.0×104(N/mm2)，泊松比0.25。(線彈性問題選ModelMaterialsElasticIsotropicaddmaterial1彈性模量為7E4泊松比為五、定義單元和單元?jiǎng)滶lementgroup:選MeshingElementGroups增加單元組號(hào)1設(shè)置theTypeto2-DSolid設(shè)置theElementSub-Typeto neStressandclickOK.所有點(diǎn)設(shè)置均勻密度：①ChooseMeshingMeshDensityCompleteModel“SubdivisionMode”設(shè)置成“UseEnd-PointSizesandclickOK.②.chooseMeshingMeshDensityPointSize設(shè)置“PointsDefinedfrom”為“AllGeometryPoints”設(shè)置the umMeshSize為2andclickOK.(如圖1-5所示)圖1-5均勻網(wǎng)格密 圖1-6均勻網(wǎng)格單 圖1-7改善網(wǎng)格單網(wǎng)格①.ClicktheMeshSurfaceicon在表中敲入面積編號(hào)1,23clickOK.如圖1-6所②.刪掉孔眼附近1、2面上的網(wǎng)格，選DeleteMeshicon“DeleteMeshfrom”Surface在表中敲入1,2面clickOK③.改變4、9和5點(diǎn)的網(wǎng)格密度為1。選MeshingMeshDensityPointSize在表中敲入4,5,9clickOK。按步驟①劃分面積1和2，結(jié)果見圖1-7所示。六、求解和后處保存數(shù)據(jù)和運(yùn)行①選Save輸入數(shù)據(jù)文件名exe02(ADINA_IN輸入數(shù)據(jù)))RunADINA選項(xiàng)click①.從模塊菜單中選ADINA-PLOT.1-8ADINA-PLOT處理 取圖1-3中BC線上的結(jié)果數(shù)據(jù)。選DefinitionsModelLineGeometry增加線名SYMM6在表的第一行第一列敲入LINE6clickOK(如圖1-9所示)②.選ClearGraphResponseCurveModelLine確認(rèn)模型線為SYMM_6設(shè)置X變量為CoordinateDISTANCE，設(shè)置Y變量為StressSTRESS-ZZ，設(shè)置YSmoothing為AVERAGEDclickOK(其過程見如圖1-10所示，結(jié)果如圖1-11所示)。33驟121-9驟驟1-101-11沿水平對稱線上的sz實(shí)例 3D-帶有圓弧槽的圓棒受力和變形分問題：一端受集中載荷并帶有圓弧槽的圓棒如圖2-1所示長度單位為圖2- 結(jié)構(gòu)受力一、目二、定義模型主控選ControlHeading敲入標(biāo)題“exe02:RoundbarwithcircumferentialgroovesubjectedtotiploadandclickOK。選ControlDegreesof Y-RotationandZ-Rotation按鈕andclickOK坐標(biāo)坐標(biāo)1020304050607080選DefinePoints圖標(biāo)敲入表2-1中坐標(biāo)

2-2表2- 模型幾何點(diǎn)坐建立弧選坐標(biāo)系CoordinateSystemssystem1,設(shè)置原點(diǎn)(0.0,0.050.2)clickOKDefineLines圖標(biāo)addline1設(shè)置TypetoRevolved，設(shè)置初始點(diǎn)InitialPointto2theAngleofRotationto180，theAxistoXandclickOK，如圖2-3a所示。建立幾何 選CoordinateSystems圖標(biāo)設(shè)置Globalclick立幾何面clickOK(如圖2-2和圖2-3b所示)。點(diǎn)面1654表2-點(diǎn)面1654 圖2-3b中，在AB線上施加固定約束，其過Adina-AUI完成。集中載荷加在圖2-3b的CClicktheApplyLoad確保LoadTypeandclicktheDefine...button在Concentrated對話框中addload1,設(shè)置大小值為200，方向?yàn)?0,1,0)andclickOK.在ApplyLoad框中,設(shè)置Site#為1andclickOK.四、定義材料特material1,設(shè)置彈性模量2.07E11泊松比0.29andclickOK.五、定義單元和單元?jiǎng)澐?2D3D模型

2-3a.2D網(wǎng) b.3D網(wǎng)2-4選Meshing_ElementGroupsadd單元組號(hào)1,設(shè)置單元類型為2-DSolidandclick網(wǎng)格密度劃分，選MeshingMeshDensityCompleteModel確保“Subdivision“UseEnd-PointSizesandclickMeshingMeshDensityPointSize設(shè)置“PointsDefinedfrom”“AllGeometryPoints”設(shè)置最大網(wǎng)格尺寸MeshSize為0.03andclickApply.在PointSize框中,設(shè)置幾何點(diǎn)編號(hào)2,3,6,7的網(wǎng)格尺寸為0.02andclick2D網(wǎng)格劃分，選MeshSurface圖標(biāo),在表中敲入幾何面編號(hào)1,2,3andclickOK(如圖2-4a所3D網(wǎng)格劃分，選MeshingMeshRevolve“No.ofElementsinRevolveDirection”16,設(shè)置theAngleofRevolution為360,設(shè)置ZDirectionofAxis為1.0,選擇“Checkcoincidence”按鈕,選擇“AssignFixityConditionsonGeneratedNodesCorrespondingtoOriginalNodes”按鈕clickOK.(意選項(xiàng)，所產(chǎn)生的底面節(jié)點(diǎn)約束與AB線上六、求解和后處保存數(shù)據(jù)和運(yùn)行①選Save輸入數(shù)據(jù)文件名exe02(ADINA_IN輸入數(shù)據(jù))②選DataFile/Solution圖標(biāo)輸入文件名exe02(生成數(shù)據(jù)文件exeo2.datRunADINA選項(xiàng)click①.從模塊菜單中選ADINA-PLOT 從主菜單中打開數(shù)據(jù)理文exe02.por其處理結(jié)2-5 變形 b.應(yīng)力Sz等值線分2-5實(shí)例 (見sime/ADINA版實(shí)例4 兩塊無摩擦板間受壓的O-形橡膠密封圈的接觸問題問題：兩塊無摩擦O-形橡膠密封圈的接觸問題如圖4-1所示圖4- 結(jié)構(gòu)受力一、目二、定義模型主控andclickOK選ControlDegrees dom不選X-X-RotationY-RotationandZ-Rotationand在右邊分析類型菜單中Click…按鈕選AutomaticTime-Step按鈕選項(xiàng)clickOK。

4-1時(shí)間函選ControlSolutionProcessclickthe Criteria為Energyand 為3E-4andclickOK兩次。選ControlTimeFunction編輯表4-1中數(shù)據(jù)andclickOK時(shí)間步選ControlTimeStep確保表中只有一行且為工況1，1.0clickCancel三、力學(xué)模選DefinePoints圖標(biāo)敲入表4-1中的坐標(biāo)點(diǎn)數(shù)據(jù)andclick幾何123幾何1234567894-2選DefineLines圖標(biāo)敲入表4-2中的線段andclickOK(如圖4-2所示)4-2編類定1P1,P2,5212P1,P2,2313P1,P2,4314P1,P2,541589676選DefineSurfaces圖標(biāo)按表4-3定義幾何面clickOK(如圖4-2所示)表4- 由幾何點(diǎn)建立幾何點(diǎn)面類1152121231313414145156在z方向移動(dòng)(需要定義一個(gè)相關(guān)聯(lián)的固定約束6上)。①.選ApplyFixity圖標(biāo)在“Applyto”中選Lines在表中第一行第一列敲入線編號(hào)5固定約束列為空白andclickOK。②.選ApplyFixity圖標(biāo)選Define...按鈕在DefineFixity框增加標(biāo)示名FIXY確保選中Y-Translation，不選Z-TranslationclickOK在ApplyFixity框中改變“Applyto”field為Lines敲入線編號(hào)6且在表的第二行敲入固定約束名FIXYclickOK。選ModelConstraintsConstraintEquationsconstraintequation1在Slave框中設(shè)置EntityType為Line設(shè)置Entity#為6設(shè)置AssociatedDOF為Z-Translation在表中第一行設(shè)置MasterEntityPoint#為6設(shè)置MasterDOF選ApplyLoad圖標(biāo)設(shè)置LoadType為按鈕adddiscement1在PrescribedValuesofTranslation中設(shè)置Z為-1.0clickOK。確?！癆pplyto”設(shè)置為Point在表的第一行設(shè)置Site#為6clickOK(如圖4-3所示)。

4-3四、定義材料特①.選ModelMaterialsStress-Strainaddstress-straincurvenumber14-4中的應(yīng)力－應(yīng)變數(shù)據(jù)clickOKaddhyperelasticmaterial1設(shè)置SimpleTensionCurve為1clickOK.Stress-StrainCurve確保Material編號(hào)為

表4- 橡膠應(yīng)力－應(yīng)應(yīng)應(yīng)1--2--3--4567894-4

4-5五、定義單元和單元?jiǎng)澾xMeshingMeshDensityCompleteModel“SubdivisionMode”設(shè)置為“UseEnd-Point選MeshingMeshDensityPointSize按表4-5在框表中設(shè)置1-5點(diǎn)的尺寸clickOK.

4-5幾何點(diǎn)密網(wǎng)格尺12345選MeshingElementGroupsadd單元組號(hào)1,設(shè)置單元類型為2-DSolid確為選MeshSurface圖標(biāo)確保NumberofNodesperElement9在表的頭四行分別敲入面積編號(hào)1,2,3,4clickOK(如圖4-5所示)。接觸組控制數(shù)據(jù)ModelContactContactGroupDefineaddcontactgroup1確保contactgrouptype為2-DContactcontactsurfacetype為Axisymmetricclick①選ModelContactContactSurfaceaddcontactsurfacenumber1在表的頭四行分別敲入線編號(hào)1,2,3,4clickSave(橡膠接觸面)；②建立contactsurfacenumber2在表中第一行敲入線編號(hào)5clickSave(下平板接觸面)③建立contactsurfacenumber3在表中第一行敲入線編號(hào)6clickOK(上平板接觸面)接觸對①.選ModelContactContactPairaddcontactpair1設(shè)置目標(biāo)面TargetSurface為2設(shè)置接觸面ContactorSurface1確保CoefficientofFriction為0.0clickSave。②.設(shè)置接觸對contactpair2設(shè)置目標(biāo)面TargetSurface為3設(shè)置接觸面ContactorSurface1確保CoefficientofFriction為0.0clickOK(如圖4-6所示)。

4-6選MeshingElementsSpring在表中第一行設(shè)置Label#為1Point1to1DOF1toZ-TranslationPoint2to0,DOF2toZ-TranslationandclickOK。選ModelMaterialsSpringPropertyaddpropertyset1設(shè)置ElementStiffnessfield為1E-11clickOK。六、求解和后處保存數(shù)據(jù)和運(yùn)行①選Save輸入數(shù)據(jù)文件名exe04(ADINA_IN輸入數(shù)據(jù)))RunADINA選項(xiàng)click ADINA-PLOT;從主菜單中打開數(shù)據(jù)結(jié)果文件，調(diào)入后處理文exe04.por元組1有152個(gè)對稱單元；單元組2有1個(gè)彈簧單元。①.不想顯示接觸單元的法向標(biāo)記：選ShowSegmentNormals圖標(biāo)為隱藏clicktheSaveMeshplotStyle圖標(biāo)修正缺損網(wǎng)格圖。②.增加原始網(wǎng)格：選ShowOriginalMesh圖標(biāo)LoadPlot yReactionUseDefault設(shè)置Reactionty為DistributedContact clickOK(如圖4-7所示)。4-7Clear圖標(biāo)MeshPlot圖標(biāo)BandPlot圖標(biāo)選變②.顯示應(yīng)力矢量：選MeshPlot格顯示大小)選QuickVectorPlot圖標(biāo)(如圖4-8所

4-8 實(shí)例 用Adina-M建模對孔板受拉的應(yīng)力分問題：孔板受拉如圖5-1所示一、目用ADINA-M定義一個(gè)薄二、定義模型主控

圖5- 結(jié)構(gòu)受力 tewithaholeintensionusingADINA-M”andclickOK。

5-2從主菜單中選擇ControlDegreesof dom不選X-Translation,X-Rotation,Y-RotationandZ-Rotation項(xiàng)clickOK三、力學(xué)模的幾何點(diǎn)(X2,X3)clickOK(如圖5-2幾何線加下面的線clickOK(如圖

表7- 模型幾何點(diǎn)坐12-3--4-556LineLine112234314423552選DefineLines圖標(biāo)addline6設(shè)置 bined在表中逐行依次輸入線編號(hào)1,4,2,3(注意先后順序不要弄錯(cuò))andclickOK。選DefineBodies圖標(biāo)addbody1TypeSheet設(shè)置ExternalLoopLineto在表框的第一行輸入線編號(hào)5clickOK.①選ApplyFixity圖標(biāo)clickDefine...按鈕在框中addfixitynameZT,不選YTranslation按鈕,選中Z-TranslationclickOK，在框中設(shè)置Applyto為Edges在第一行對應(yīng)edge#輸入邊編號(hào)3對應(yīng)fixity輸入“ZT”clickSave。②在框中設(shè)置“Applyto”為point在第一行對應(yīng)point#輸入點(diǎn)3clickOK③選ApplyLoad圖標(biāo)設(shè)置LoadType為PressureclicktheDefine...按鈕在定義壓力對話框中addpressure1,設(shè)置大小為-25clickOK。④設(shè)置“Applyto”Edges在第一行對應(yīng)Site#輸入線編號(hào)1，Body#輸入四、定義材料特彈性模量7.0×104(N/mm2)，泊松比0.25(線彈性問題)選ManageMaterials圖標(biāo)ElasticIsotropic按鈕在框中addmaterial1設(shè)置彈性模7E4泊松比0.25clickOK五、定義單元和單元?jiǎng)澾xMeshing_ElementGroupsadd單元組號(hào)1,設(shè)置單元類型為2-DSolid設(shè)置ElementSub-Type DensityCompleteModel確?！癝ubdivisionMode”為“UseLength”“ElementEdgeLength”為2clickOK。再分邊界，選SubdivideEdges圖標(biāo)選edge5“ElementEdgeLength”1,在表的第一行輸入6andclickOK。Shape為Quadrilal在表中輸入1click六、求解和后處保存數(shù)據(jù)和運(yùn)行①選Save圖標(biāo)輸入數(shù)據(jù)文件②選Data據(jù)文件prob07.dat)確保選中Run選項(xiàng)click

7-3①.②.從主菜單中打開數(shù)據(jù)結(jié)果文件，調(diào)入后處理文件prob07.por。點(diǎn)擊ScaleDiscements圖標(biāo)點(diǎn)擊QuickBandPlot圖標(biāo).其處理結(jié)果如圖7-4所示。

7-4③繪切線應(yīng)力（在柱坐標(biāo)系下Control確保ResultControl名為DEFAULT點(diǎn)擊按鈕在彈出的定義坐標(biāo)系框中addsystem1設(shè)置Type為CylindricalclickOK在定義結(jié)果控制描述框中設(shè)置CoordinateSystem為1andclickOK。點(diǎn)擊CreateBandPlot圖標(biāo)BandPlotVariable(Stress:STRESS-22)andclickOk。實(shí)例 問題：受集中荷載作用的管道彎曲，如圖6-1長度單位 E=29700材料：不銹 泊松比=圖6-1管道結(jié)構(gòu).這種管道材料可被理想化為遵循vonMises一、目

真實(shí)應(yīng)(10真實(shí)應(yīng)(103二、定義模型控制選ControlHeading敲入標(biāo)題“exe06:Limit ysisofapipebend”andclickOK ysisType下拉列表中選擇Collapse 變形預(yù)測管道的位移大變形，因而在進(jìn)行分析時(shí)選擇大位移、小應(yīng)選擇Control ysisAssumptionsKinematics,設(shè)置Discements/RotationsfieldtoLargeclickOK。通過在管道底端建立一個(gè)圓形截面，然后沿管道軸線拉撥來定義管道中面。三、力學(xué)模6-21.幾何點(diǎn)見表6-2

表6- 模型幾何點(diǎn)坐幾何1-(3.0965對應(yīng)管道中面的半徑選DefineLines圖標(biāo)addlinenumber1TypeRevolvedInitialPoint1設(shè)置AngleofRotation360theAxistoYclickOK選DefineSurfaces圖標(biāo)addsurfacenumber1設(shè)置TypetoExtruded設(shè)置InitialLine為1設(shè)置thecomponentsoftheVector為0.0,18.0,0.0clickOK。改變視選ModifyMeshPlot圖標(biāo)clickViewbuttonViewDirectionnottheViewto0.1,0.1,1.0設(shè)置AngleofRotationto135clickOK兩次關(guān)閉兩個(gè)框ClickSave選DefineSurfaces圖標(biāo)addsurfacenumber2設(shè)置Type為Revolved設(shè)置InitialLine為3theAngleofRotation-90“AxisofRevolutionDefinedbytoVectors設(shè)置原點(diǎn)(9,18,0)VectorDirectionto0,0,1clickOK。.①選DefineSurfaces圖標(biāo)addsurfacenumber3TypeExtruded初始InitialLine5componentsoftheVector15,0,0clickSave②addsurfacenumber4InitialLineto7componentsoftheVectorto120,0clickOK。.選GeometrySurfacesThickness設(shè)置每個(gè)面的厚度為0.432clickOK①選ApplyFixity圖標(biāo)設(shè)置“Applyto”fieldLinesline#1保留“fixity”列為空的andclickOK。②選ApplyLoad確保LoadType clickDefine...按鈕在框中addload1設(shè)置大小值為1方向?yàn)?01,0)clickOKApplyLoad框中,確保ApplyType為Point設(shè)置Site#為點(diǎn)編號(hào)5clickOK③選ysisOptions圖標(biāo)確保Point/Node#設(shè)置為Point設(shè)置Label#to5theDegreeof domtoY-TranslationtheDiscementfield為-0.5the AllowedDiscementto4選擇“ContinueafterthefirstCriticalPointisreached”buttonclickOK.④選ControlTimeStep在表中第一行敲入10clickOK四、定義材料特addmaterial1,設(shè)置彈性模量29700泊松比0.27設(shè)置TypeofStrainHardeningKinematic在應(yīng)力應(yīng)變曲為了顯示應(yīng)力應(yīng)變曲線，點(diǎn)擊圖標(biāo)選擇GraphMaterialStress-StrainCurvematerialnumber為1clickOK（如圖6-3所示

6-3五、定義單元和節(jié)Groupsadd單元組號(hào)1,設(shè)置單元類型為S“SubdivisionMode是“UseEnd-PointSizes”andclickOK.DensityPointSize設(shè)置“PointsDefinedfrom”“AllGeometryPoints設(shè)置最大網(wǎng)格尺寸MeshSize4在PointSize框中

6-4設(shè)置幾何點(diǎn)編號(hào)2,32clickApply選MeshSurface圖標(biāo)設(shè)置“NodesperElement”to9選擇More>>buttonintheNodalCoincidenceCheckingbox,設(shè)置theCheckfieldtoAllGeneratedNodes在表中敲入幾何面編號(hào)1,2,3,4andclickOK.（如圖6-4）。六、求解和后處保存數(shù)據(jù)和運(yùn)行①選Save圖標(biāo)輸入數(shù)據(jù)文件名exe06(ADINA_IN輸入數(shù)據(jù))。②選Data圖標(biāo)輸入文件名(生成數(shù)據(jù)文件確保選中Run選項(xiàng)click后處理ADINA-①.ADINA-PLOT②從主菜單中打開輸入數(shù)據(jù)文件

6-5注意：首先打開ADINA-IN模型文件,接著打開后處理數(shù)據(jù)文件。.利用幾何點(diǎn)產(chǎn)生力--③選ModifyMeshPlot圖標(biāo)在框中選Rendering…按鈕選MeshRenderingDepiction設(shè)置“GenerateOutline”field“GeometryandMesh”O(jiān)K關(guān)閉兩個(gè)框選SaveMeshPlotStyle圖標(biāo)。得模型從菜單上選擇ListInfoModel看從菜單上選擇ViewToolbar選Results，打開Results，選Previous圖標(biāo)NextSolution圖標(biāo)顯示其它解LastSolution⑥繪力—變形關(guān)系曲線定義結(jié)果點(diǎn)：DefinitionsModelPointCombinationGeometryaddnameTIP在表中第一行輸入“POINT5”clickSave。重復(fù)這一過程，addname“GAUGE”輸入“point4”ClickOK。 expression“-<Y- ”clickSave。同理，定義resultantname“DISP設(shè)置expression為 CEMENT>”繪圖Clear圖標(biāo)ResponseCurve(Model設(shè)置X變量為User“GAUGE”Y變量為UserDefined:Y模型點(diǎn)為“TIPclickOK(如圖6-6)。

圖6-6力－位移關(guān)選CreatePlot圖標(biāo)在框中設(shè)置BandPlot變量為Strain選取ACCUM_EFF_STIC_STRAINclickOK選MeshPlot圖標(biāo)用鼠標(biāo)Control設(shè)置ResultControlNametoDEFAULT設(shè)置tCoordinate-1.0click

圖6-7有效塑性應(yīng)變②選CreateBandPlot圖標(biāo)BandPlot STIC_STRAINclickOK③選ModifyBandPlot圖標(biāo)設(shè)置BandPlot名為BANDPLOT00001BandTable...按鈕設(shè)置ValueRangeto0.0and0.04關(guān)閉所有框，對bandplotBANDPLOT00002重復(fù)這一過程。④選ModifyBandPlot圖標(biāo)設(shè)置BandPlot名為BANDPLOT00001選BandRendering...按鈕,設(shè)置“ExtremeValues”為“Plotthe um”關(guān)閉所有對話框，對bandplotBANDPLOT00002重復(fù)這一過程。⑤用pick圖標(biāo)和鼠標(biāo)刪除重復(fù)的信圖，選DisyTextDraw⑥用pick圖標(biāo)和鼠標(biāo)刪除重復(fù)的信圖，選Dis yTextDraw“Innersurface”,并移到合適位 圖6-8內(nèi)外表面有效應(yīng)變對照實(shí)例 用Adina-M建模對相交軸應(yīng)力分問題：相交軸模型如圖示7-1圖7-1物體結(jié)構(gòu)一、目用ADINA-M用box二、定義模型控制 andclickOK從菜單中選擇ControlDegrees dom不選X-Rotation,Y-RotationandZ-clickOK三、力學(xué)模定義實(shí)①.建立垂直軸：選DefineBodiesaddbody1TypeCylinder,0.08,(0.0,0.0,0.04)Zclickbody2TypeCylinder,0.0075,0.08,中心點(diǎn)坐標(biāo)(0.0,0.04,0.04)，軸設(shè)置為YclickOK。③.ADINA-MBooleanOperatorOperatorTypeMerge，TargetBody為1在表中第一行輸入2clickOK。④.BodyModifier確保ModifierTypeBlendTargetBody1設(shè)FirstRadius0.002在表中輸入兩軸7，8clickOK⑤.建立位移荷載作用面域：選DefineBodiesaddbody2設(shè)置Type為Cylinder,半徑為0.0015,長度為0.01,中心點(diǎn)坐標(biāo)(0.0,0.06,0.045)，軸設(shè)置為ZclickOK。BooleanOperatorOperatorTypeSubtractTargetBody為2選中KeeptheSubtractingBodies按鈕在表中第一列輸入1ClickOK。⑦．點(diǎn)擊BooleanOperatorOperatorType為SubtractTargetBody1選中ImprintedEdgesCreatedbytheSubtraction⑧.產(chǎn)生孔眼：選DefineBodiesaddbody2設(shè)置Type為Cylinder,半徑為0.004,長度為0.025,中心點(diǎn)坐標(biāo)(0.0,0.0,0.02)，軸設(shè)置為XclickSave。⑨選DefineBodiesaddbody3設(shè)置Type為Cylinder,半徑為0.004,長度為0.025,中心點(diǎn)(0.00.0,0.06)，軸設(shè)置為XclickOK⑩.選BooleanOperator確保OperatorType為